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24-0285 Civil Issue C

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                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND - PROPOSED:
                                                                                                                                                                                                                                                                                                                                                                                                                                                S.J.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAWN JOINT
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    N                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DOWEL JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE VEHICULAR PAVEMENTS - TYPE C1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE VEHICULAR PAVEMENTS - TYPE C2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE FOOTPATHS - TYPE C3




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                                                                    GROUND FLOOR FFL39.50
                                                                      BASEMENT FFL36.50




                                                                                                                                                                                                                                                                                                                                         MATCH NEATLY TO
                                                                                                                                      Driveway Slab:
                                                                                                                                      150 SLAB
                                                                                                                                                                                                                                                                                                                                         EXISTING PATH
                                                                                                                                      SL82 Mesh
                                                                                                                                      40 Top Cover
                                                                                                                                      F'c = N32




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                                                                                                                                                                                                     S.J                                                                                                           TAKE UP & REMOVE EXISTING PATH




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                                                                                                                                                                                                        .                                     D.                                                                   & CONSTRUCT 2m WIDE CONCRETE




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                                                                                                                                                                                                                                                                                                                   PATH IN ACCORDANCE WITH N.S.C
                                                                                                                                                                                                                                                                                                                   SPECIFICATIONS
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                                                                                                                                                                                                                                                                                                         CONSTRUCT 4m WIDE RESIDENTIAL




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                                                                                                                                                                                                                                                                                                         CROSSOVER. REFER IPWEA Std
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                                                                                                                                                                                                                                                                                                         Dwgs RS-049/050 FOR DETAILS


                                                                                                                                                                                          D.                                                                        Crossover Slab:
                                                                                                                                                                                            J.                                                                      175 SLAB
                                                                                                                                                                                                                                                                    SL82 Mesh




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                                                                                                                                                                                                                                                                    40 Top Cover




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                                                                                                                                                                            S.J                                                                                     F'c = N32
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                                                                                                                                                                 .                                                                                   Footpath Slab:




                                                                                                                                                                                                                                                                                                                                                SO
                                                                                                                                                S.J                                                                                                  100 SLAB
                                                                                                                                                         .                                                                                           SL72 Mesh




                                                                                                                                                                                                                                                                                                                                            ER
                                                                                                                                                                                                                                                     Central




                                                                                                                                                                                                                                                                                                                                     ND
                                                                                                                                                                                                                                                     F'c = N32




                                                                                                                                                                                                                                                                                                                                   HE
                                                                                                                                                                                      MATCH NEATLY TO
                                                                                                                                                                                      EXISTING PATH




                                                                                                          PLAN
                                                                                                    SCALE A1 - 1 : 100
                                                                                                          A3 - 1 : 200

                                                                                                                                                                                                                                      Issue    Made By       Date       Description
                                                                                                                                                                                                                                                                                                         PROPOSED RESIDENCE                                                                                                                                                            Scale : AS SHOWN             NOTES:
                                                                                                                                                                                                                                        A      M.T.          06/09/24   For Operational Works Approval
                                                                                                                                                                                                                           REVISION




0       1     2   4   6   8           10m                                                                                                                                                                                                                                                                at No.3 HENDERSON STREET SUNSHINE BEACH
                                                                                                                                                                                                                                        B      M.T.          11/09/24   For Operational Works Approval                                                                                                                                                                                 Job No.: 24-0285             1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2. Scale is correct at A3.
                                                                                                                                                                                                                                        C      M.T.          18/09/24   For Operational Works Approval   Client: JMML INVESTMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Dwg No.: C05                 3. Check and verify all dimensions
SCALE 1:100                       @A1                                                                                                                                                                                                                                                                    Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT   Date : 30/08/24                                                                                                       prior to commencement of work.
                                                                                                                                                                                                                                                                                                         Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                      Date : 30/08/24   Ph: (07) 5444 5578   Email: [email protected]           PAVEMENT PLAN
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